Laserfiche WebLink
• <br />SEDCAD 4.0 <br />Copyright 1gs6 Pamela J. Schwab <br />Civil Sollware pesign <br />Final East Pit Qitch Sta. 0 tc~ 56; Q~102.4 <br />~" <br />Material: Riprap <br />.Lett Right I Freeboard Freeboard 'Freeboard <br />Bottom Sideslope Sideslope Slope (°o} <br />Widttt (ft} Ratio Ratio ~ Depth (ft} k 6f Pepth Mult. x {VxD) <br />10.00 3.Oa 3.0:1 15.0. 1,00 <br />Simons/OSM Method -Steep Slope Design <br /> w/o Freeboard w! Freeboard <br />Depth: 0._63 ft ~ 7.6311 <br />j Top Width: <br />~_. _~. 13.77 ft 19.77 ft <br />~ Velocity': <br />~ X-Section Area: ~7.47 sq ft <br />Hyd"raulic Radius: 0.534 <br />i A- <br />-- Froude Number`:- <br />Manning's n': <br />Dmin: <br />. ~ <br />5.00 in <br />. <br />i <br />_-- -___ <br />D50: <br />...--- .__.__~... __ _ . <br />Dmax: __ <br />15.00 in j <br />- ---- i <br />18.75 in <br />• <br />~J <br />Velocity and Manrnng's n calculaiicns may not apply for this method, <br />SEDCAO Utility Run <br />Exh. 7-14D <br />10 <br />Printed Q9-17-1998 <br />Revision Date: 7/25/06 <br />Revision No. TR-63 <br />